Summary for Test 2016-05-05-6-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 210244
DEA: 05492804
EFIS: 0500000576
DIST-CO-RTE-PM05-SLO-1-64.0/R66.9
Award Date05/27/2015
Closeout Date03/06/2019
Work DescriptionCONSTRUCT BRIDGES AND REALIGN TWO LANE HIGHWAY.
Location DescriptionSAN LUIS OBISPO COUNTY ABOUT 9 MILES NORTH OF SAN SIMEON FROM PIEDRAS BLANCAS LIGHTHOUSE ROAD TO ARROYO DE LA CRUZ BRIDGE
QA Service Level1 (Verified on 06/23/2015)

Sample Information

Sample Taken Date05/05/2016 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing05/06/2016 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes10
From where was the sample collectedFabricator First name of sampler or witnessed byJason
Last name of sampler or witnessed byGramlick Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameSeismic Energy
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)62638-3
Material/Compound/Elastomer IDNA Samples Representing10
Description (size)3.5in x 14in x 16in CommentsUnknown
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Seismic Energy
Batch NumberNA

Test Details

DIME Sample ID: 2016-05-05-6
DIME Test ID: 2016-05-05-6-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Test Release Date: 2016-05-13

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: Brian
Date of test: 05/10/2016
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.071 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2809 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.074 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2702.7 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.071 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2696.6 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2702.7 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Sample 1

Source: Partner Data Point File
Test graph for Sample 2

Source: Partner Data Point File
Test graph for Sample 3

Test was verified on 5/13/2016 ✔